Greeting ,
please help me with understand what the the program is doing for deflection check ,it doesn't take the whole length for the beam.
the situation is i have a beam with length =13.60, deflection limit is 240, L/limit it should be 0.0566 m
****staad gave to me as 0.0236 m
**** and the actual deflection also not correct .
kindly find the attached file for staad
*** the beam number that i am studying is 46.
